Investigating the Feasibility of Using Carbon Fiber Tapes as Reinforcement for 3D Concrete Printing (2021-07)¶
, , Nölke Peter, Reuter‐Schniete Jonas,
Journal Article - Civil Engineering Design, Vol. 3, Iss. 4, pp. 136-142
Abstract
The main advantages of textiles as concrete reinforcement are high corrosion resistance, allowing for thin concrete covers, high drapability, and high strength. Due to these advantages, textiles are particularly suitable as reinforcement for 3D printed concrete, where thin elements and freeform geometries are possible. In this article, a new type of textile reinforcement for the integration into 3D concrete printing is investigated: unidirectional carbon fiber tapes. Carbon fiber tapes are made from carbon fiber rovings by spreading. Three carbon fiber tapes are produced and used as reinforcement in concrete specimens subjected to four-point bending tests. The results show that for a spreading factor of 2.2 (areal weight 136 g/m2), the flexural strength of the beams is increased by 125% compared to reference beams reinforced with unspread rovings. Further increase of the spreading factor does not increase flexural strength further as the failure mode changes from rupture to spalling.
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3 References
- Kloft Harald, Empelmann Martin, Hack Norman, Herrmann Eric et al. (2020-07)
Strategies for the Reinforcement for 3D-Concrete-Printing - Otto Jens, Kortmann Jan, Krause Martin (2020-03)
Cost Calculation of Concrete 3D Printing - Scheurer Martin, Dittel Gözdem, Gries Thomas (2020-07)
Potential for the Integration of Continuous-Fiber-Based Reinforcements in Digital Concrete Production
4 Citations
- Slavcheva Galina, Levchenko Artem, Artamonova Olga, Karakchi-Ogli Davut et al. (2025-12)
Mechanical Behavior and Reinforcement Efficiency of 3D Printed Concrete Under Compression, Tension, and Bending - Rudziewicz Magdalena, Hutyra Adam, Maroszek Marcin, Korniejenko Kinga et al. (2025-04)
3D-Printed Lightweight Foamed Concrete with Dispersed Reinforcement - Ahmed Hassan, Giwa Ilerioluwa, Game Daniel, Arce Gabriel et al. (2024-04)
Automated Reinforcement During Large-Scale Additive Manufacturing:
Structural-Assessment of a Dual Approach - Ramezani Amir, Modaresi Shahriar, Dashti Pooria, Givkashi Mohammad et al. (2023-04)
Effects of Different Types of Fibers on Fresh and Hardened Properties of Cement and Geopolymer-Based 3D Printed Mixtures:
A Review
BibTeX
@article{sche_quen_nolk_reut.2021.ItFoUCFTaRf3CP,
author = "Martin Scheurer and Philipp Quenzel and Peter Nölke and Jonas Reuter‐Schniete and Thomas Gries",
title = "Investigating the Feasibility of Using Carbon Fiber Tapes as Reinforcement for 3D Concrete Printing",
doi = "10.1002/cend.202100024",
year = "2021",
journal = "Civil Engineering Design",
volume = "3",
number = "4",
pages = "136--142",
}
Formatted Citation
M. Scheurer, P. Quenzel, P. Nölke, J. Reuter‐Schniete and T. Gries, “Investigating the Feasibility of Using Carbon Fiber Tapes as Reinforcement for 3D Concrete Printing”, Civil Engineering Design, vol. 3, no. 4, pp. 136–142, 2021, doi: 10.1002/cend.202100024.
Scheurer, Martin, Philipp Quenzel, Peter Nölke, Jonas Reuter‐Schniete, and Thomas Gries. “Investigating the Feasibility of Using Carbon Fiber Tapes as Reinforcement for 3D Concrete Printing”. Civil Engineering Design 3, no. 4 (2021): 136–42. https://doi.org/10.1002/cend.202100024.